Year-end Sale % OFF 
Abstract
AbstractIn this paper, a description of inherent anisotropy of soil, based on multi‐laminate framework, is presented. The problem is formulated by assuming that the conditions at failure are governed by Coulomb criterion in which both the cohesion and the angle of internal friction are functions of the orientation of the sample. The distribution of these parameters is described by employing a set of symmetric second‐order tensors. The formulation of the problem is illustrated by some numerical examples. In particular, the directional dependence of the strength characteristics is examined for samples subjected to both plane strain and triaxial compression. Copyright © 2001 John Wiley & Sons, Ltd.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: International Journal for Numerical and Analytical Methods in Geomechanics
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
